Coleman Mt. Road over Fishpond Creek
Map
Coordinates:
+37.36934, -78.6456037°22'10" N, 78°38'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Coleman Mt. Road over Fishpond Creek |
Structure number: | 000000000001605 |
Location: | 0.60-Rt.626/1.90-Rt.618 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.6 ft. [7.8 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Year reconstructed: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 84 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Very Good | Good | 84 | 94.0 |
September 2015 | Good | Very Good | Very Good | Good | 84 | 94.0 |
September 2013 | Good | Excellent | Excellent | Good | 90 | 94.0 |
September 2011 | Good | Excellent | Excellent | Good | 87 | 94.0 |
April 2010 | Poor | Satisfactory | Poor | Good | 87 | 44.7 |
March 2009 | Poor | Satisfactory | Poor | Good | 87 | 44.7 |
March 2008 | Fair | Satisfactory | Fair | Good | 87 | 60.7 |
March 2006 | Fair | Satisfactory | Fair | Good | 84 | 59.7 |
March 2005 | Fair | Satisfactory | Fair | Good | 84 | 59.7 |
March 2003 | Fair | Satisfactory | Satisfactory | Good | 84 | 69.7 |
March 2002 | Fair | Good | Satisfactory | Good | 56 | 69.7 |
April 2001 | Fair | Good | Satisfactory | Good | 56 | 67.8 |
March 2000 | Fair | Good | Satisfactory | Good | 56 | 67.8 |
March 1999 | Fair | Good | Satisfactory | Good | 56 | 62.8 |
March 1998 | Good | Good | Good | Good | 87 | 62.8 |
July 1996 | Good | Good | Good | Very Good | 55 | 62.8 |
May 1995 | Good | Very Good | Good | Good | 55 | 62.8 |
April 1994 | Fair | Very Good | Good | Fair | 55 | 57.8 |
June 1993 | Good | Very Good | Good | Very Good | 25 | 67.8 |
April 1992 | Good | Very Good | Good | Very Good | 55 | 65.3 |